| 广东某高速公路路堑高边坡治理工程优化设计研究 |
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| 引用本文： | 彭学军,谢瑾荣,程晔.广东某高速公路路堑高边坡治理工程优化设计研究[J].路基工程,2013,0(1):92-96. |
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| 作者姓名： | 彭学军 谢瑾荣 程晔 |
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| 作者单位： | 1.1广东省公路管理局，广州 510075 |
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| 摘 要： | 利用极限平衡法对广东某高速公路路堑高边坡原治理方案进行了天然、暴雨、地震三种状态下各工况的整体稳定性计算，在此基础上提出了优化方案，并对优化方案进行了各工况下整体稳定性验算。比选结果表明:优化方案比原方案具有安全稳定系数高且造价低的优点。
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| 关 键 词： | 路堑高边坡 稳定性 优化设计 极限平衡法 |
| 收稿时间： | 2019-11-05 |
Study on Optimized Design for Control of High Cutting Slope along a Highway in Guangdong |
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| Authors: | PENG Xuejun XIE Jinrong CHENG Ye |
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| Abstract: | Based on equilibrium method，the stability calculation of high cutting slope as a whole along a highway in Guangdong is carried out under natural，rainstorm and earthquake states，and then，optimized scheme is proposed，in respect of which the integral stability is verified under various cases.The analysis result shows that comparing to the original scheme，the optimized one has higher safety stability coefficient and lower cost. |
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